Rock and Soil Mechanics ›› 2026, Vol. 47 ›› Issue (2): 470-484.doi: 10.16285/j.rsm.2024.1333
• Special Topic on Underground Engineering of Compressed Air Energy Storage • Previous Articles Next Articles
CHENG Hao-de, JIA Ning, LIU Shun, NIE Hui-jian, LIANG Hao
CLC Number:
| [1] | CAO Xiao-yong, LIU Rui-hui, LI Jian-fei, YE Xin-xin, GENG Jun-yang, TAN Hai-xing. Sealing system design and model testing of lining structures for artificial underground gas storage caverns in medium-hard rock strata [J]. Rock and Soil Mechanics, 2026, 47(2): 426-436. |
| [2] | GE Xin-bo, HUANG Jun, ZHAO Tong-bin, TAO Gang, MA Hong-ling, WANG Wei. A review of the application of artificial intelligence in underground engineering for compressed air energy storage [J]. Rock and Soil Mechanics, 2026, 47(2): 413-425. |
| [3] | TAN Yun-zhi, GUO Jin-hui, WU Ke-yu, MING Hua-jun, WANG Chong, WU Jun. Development and experimental verification of constant stiffness swelling apparatus [J]. Rock and Soil Mechanics, 2026, 47(2): 402-412. |
| [4] | ZHANG Guo-hua, XIANG Yue, ZHANG Shi-shu, WANG Xin-jin, GUO Hui, XIONG Feng, HUA Dong-jie. Analysis of elastic-plastic deformation of surrounding rock mass throughout the whole operation process of the compressed air energy storage caverns [J]. Rock and Soil Mechanics, 2026, 47(2): 383-401. |
| [5] | WONG Tsun-ming, ZHAO Xiang-yang, MA Hong-ling, WANG Lei, ZHANG Jia-min. Feasibility analysis of the comprehensive utilization of coupling salt cavern CAES and insoluble sediment thermal storage [J]. Rock and Soil Mechanics, 2026, 47(2): 373-382. |
| [6] | SUN Guan-hua, GENG Xuan, JIANG Chang-fei, SHI Lu, ZHANG Jin-tao, JIANG Wei. Analytical model and evolution law of the surrounding rock failure zone in lined rock caverns for compressed air energy storage power stations [J]. Rock and Soil Mechanics, 2026, 47(2): 359-372. |
| [7] | XIE Chuan-jin, LUO Hong-mei, BAI Bing, LI Ji-yan, YANG Heng-tao, ZHENG Wen-zhao. Evaluation of the sealing performance of compressed air energy storage spaces in aquifers: theory and applications [J]. Rock and Soil Mechanics, 2026, 47(2): 562-570. |
| [8] | HU Gang, RUI Rui, JIANG Qiang-qiang, WANG Yong-ping, ZHANG Wen-tao. Fracture initiation angle and pressure in tunnel-excavated hard rock caverns for compressed air energy storage: a 2D numerical analysis [J]. Rock and Soil Mechanics, 2026, 47(2): 549-561. |
| [9] | LIU Shun, CHENG Hao-de, JIA Ning, WANG Hong-bo, YIN Hong-lei. Bernoulli temperature control scheme for compressed air energy storage tunnel-type underground lined cavern [J]. Rock and Soil Mechanics, 2026, 47(2): 539-548. |
| [10] | CAO Xiao-yong, GUAN Shao-yu, YE Xin-xin. Stability analysis method for underground lined storage cavern group in compressed air energy storage power station [J]. Rock and Soil Mechanics, 2026, 47(2): 530-538. |
| [11] | ZHANG Guo-hua, GUO Hui, ZHANG Shi-shu, ZHOU Zhi-yi, XIANG Yue, XIONG Feng, HUA Dong-jie. Method for determining the optimal axial ratio of elliptical section and operating pressure range in CAES underground gas storage facility [J]. Rock and Soil Mechanics, 2026, 47(2): 515-529. |
| [12] | SUN Guan-hua, WANG Zhang-xing, WANG Jiao, DONG Yi-Xin, SHI Lu, LIU Zhi-jun, LIN Shan. FDEM-based collaborative optimization of sealing structure and lining preset joint design in underground lined rock caverns [J]. Rock and Soil Mechanics, 2026, 47(2): 497-514. |
| [13] | ZHANG Gui-min, SUN Wen-qing, ZHU Ze-fan, SU Yong-kang, ZHU Xu-cong. Influence of construction gap on the force of steel lining in compressed air storage cavern [J]. Rock and Soil Mechanics, 2026, 47(2): 485-496. |
| [14] | FU Qiang, YANG Ke, LIU Qin-jie, SONG Tao-tao, WU Ben-niu, YU Peng, . Interface strength characteristics of surrounding rock-lining composite structures under cyclic loading [J]. Rock and Soil Mechanics, 2025, 46(S1): 40-52. |
| [15] | ZHAO Kai, MA Hong-ling, SHI Xi-lin, LI Yin-ping, YANG Chun-he, . Long-term stability assessment of salt caverns for compressed air energy storage based on creep-fatigue constitutive model [J]. Rock and Soil Mechanics, 2025, 46(S1): 1-12. |
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